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RF-09-911Permit Number: RF -6 -09 -911 I or g Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NSP- 115487 Inspection Date: September 28, 2009 Inspector: Bruhn, Norman Owner: SCHMIDT, NORMA Job Address: 1263 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132050100070 Phone: 305 - 751 -0382 Building Department Comments TEAR OFF OLD ROOF TO WOOD DECK, REPLACE ROTTED WOOD, TIN CAP 30 LB, ASTM FELT, INSTALL METALS, MOP 90 LB. ASTM FELT AND INSTALL TILES Passed -� � Inspector Comments �� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 25, 2009 For Inspections please call: (305)762 -4949 Page 1 of 1 Job Address: Contractor: Type of Tile: Type of Access: App. Sq.Ft: F.I. FLORIDA INTERNATIONAL ENGINEERING & JESTING LAB iiiliovA•a FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 Miami Dade Lab Certification # 07- 0612.11 - State of Florida CA # 27273 SITE SPECIFIC INFORMATION N2 1347 Tk Owner's Name : Joe) P 5e-ff /e)r et—,044 Permit #0'444111 411 Install Date • ✓ % A rox ht 12 Floor: � PP . Height Ladder: ' Slope: Test date • f it -e 3//&'O Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X,Shimpo Instrument Scaffolds: TEST RESULTS P = PASS, F = FAIL 1 21 41 2 22 42 61 62 81 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 14 34 54 73 93 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 dP 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. y Sub i i By: a q-/6 Vinayagar M. Balakrishnan V, P.E. State of Florida Lie # 63107 4 INUMINIIIIMMMIIME111111 111111111111111MIN e UM MN 11111MUMMINUNUMUOMMUIT RUE ar 1111 MI I I .EPA' .. M 1%1 NI011'� inoimunumnummolaring 117 411111.11U1111 SIM MI CONIZ Mill ill 11111111KIMI Efrain( WW1 IMIUMBIMIll UMW WWI UI IIIMINtAnnlIUMS } yak rm swami Names kW7- t °°� �t -9-// iit.caou Jmorrow V guar 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com RE: Permit # P F- (o -0't -9 L I DATE: (c)-11-o? earlo3 �t 6 c9 Cf-D INSPECTION AFFIDAVIT , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: 00 00 1 ) S'-(19 On or about a_ oo9 , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at I23tiELf3 -d (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this I g 1 day of z a $ eta : : -+ ' MY % a O® ®®t t t Ste ° Notary Public, Sate of Florida at Large 4 .57; :,�F°•,r;;•••..••. ®e® °� *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection (0Iq1o0t. NI 14 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 20 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Roofing John D. Schmidt II Owner's Address 1263 N.E. 94 Street City Miami Shores State Florida Zip 33138 Tenant/Lessee Name Phone # Email pcmigiumi JUN 0 2 2009 jui Permit No. CY:3-11/i Master Permit No. Phone# (305) 754 -1355 Job Address (where the work is being done) 1263 N. E. 94 Street City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11-3205-010-0070 Is Building Historically Designated YES NO X Zip 33138 Flood Zone Contractor's Company Name Quality Roofing Contractor, ie# (305) 953 -3333 Contractor's Address City Miami state Florida Zip 33168 13800 N.W. 1st Avenue Qualifier Name Carlos Arocho State Certificate or Registration No. RC 0 0 5 8 6 2 7 Phone # (786) 367 -2029 Certificate of Competency No. 000017889 Contact Phone Marylou Arocho E -mail maryharocho@yahoo.com Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 19,500.00 Square / Linear Footage Of Work: 3000sqft. Type of Work: ['Addition []Alteration []New ® Repair/Replace 0 Demolition Describe Work: Tear off old roof to wood deck, replace rotted wood, tin cap 301b. ASTM felt, install metals, mop 901b. ASTM felt and install tiles. i, cr'.IJL1 *************************************** F************* * *** * * *** * **** ** ****** * ** ** **** Submittal Fee $ vlJ' �( Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Ci'DO R Bond $ Structural Review. $ CCF$ )a.+ 110 G9:rt— Technology Fee $ • .. JU'r 9 6 2009 MIAMI SHORES VILLAGE Zoning $ Double Fee $ cc r� Total Fee Now Due $ o isa cY E�d See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permi commenced prior to the issuance of a per construction in this jurisdiction. I understand WELLS, POOLS, FURNACES, BOILERS, H Zip to do the work and installations as indicated. I certify that no work or installation has t and that all work will be performed to meet the standards of all laws regulating at a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, ATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAIL1 PAYING TWICE FOR IMPROVEME]! CONSULT WITH YOUR LENDER COMMENCEMENT." E TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice. the inspection will not he approved and a reinspection fee will be charged. Signature Own or Agent The foregoing instrument was acknowledged before me this -4 day of , 20 Pj, by fo hr •- SajimJo1-± who is personally known tame or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: eeepNlluhlp//1 " HER 1.1 �iie4 Signature Contractor The foregoing instrument was acknowledged before me this o /4 C day of Mix) ,200 ,by rlo.> C. who is p pet_ionally_knawn. to me or who has produced as identification and ho did take an oath. NOTARY PUBLIC: C�• O Fro ° °� i N• •�= • My Commission Expires: sz a #DD 473822 /is. �9� ••�ay6bndedttN �2F'•OQ' , 11111 Sign: Print: My Commission Expires: � �01I1111 *****sk*dt*** * ** ** ****** ** k*** k***' k�; e************.*, e�k**** �k�k�k�R�kx��k *�k�k�k�k�k�k�k�k�k�k�k k�k,��k�k *�k�k�k**** *�k�k�k k�k**** * *******�ks *** APPLICATION APPROVED BY `�'` �� •7Plans Examiner Engineer (Revised 07/10/07) Zoning Clerk checked Wriaste Show Valle &4 Vefrvitsteat 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305-795-2204; Fax 305-756-8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: May 26, 2 0 0 9 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: John D. Schmidt II Property Address: 1263 N.E. 94 Street Miami Shores, Fl 33138 Roofing Permit Number: Dear Building Official: John D Schmidt II certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. 0 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade Print Name The undersigned, being the first duly swam, deposes and says that he /she is the contractor for the above property mentioned. ®0 ."o ®,48, w..4.0 34 4 4� Sworn to and subscribed before me this fit, day of 02 0 p9f / w; tto ylAG� ®�° *, ;tie Notary Public, Sate of Florida at Large C _ _ 4 ,,, g0'00 _, ' ®®4aa fl * `\. * When the just valuation of the structure for purpose of ad valorem taxation is equal to or more th j $300,000.00, and the building was aei ®d FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane M�ti'��Ba 01 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: to «y . •4' '/ 0 ?"K4> 4, it R ;a4r_gi,1 PERMIT # ADDRESS: /-1G3 N 4'e s r rdl i Rst1 s'fa R 'S ,ZL 3.i 3 2 FOLIO NUMBER: 1 13`x- o /OQ 0 TDFLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: 1 9 S b °• (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): , roposed t 4• b °• ° VALUE OF PRINCIPAL STRUCTURE (attach appraisal): off, 5f 4* ! m • 94. OWNERS SIGNATURE PLAN REVIEWER: PLAN REVIEWER SIGNATURE: 11 -12 -08 DATE: CITIZENS PROPERY INSURANCE CORPOHATION Citizens Property Insurance Corporation REPLACEMENT COST ESTIMATOR - CALCULATION DETAILS Risk ID: Pending Policy form: HW2 Applicant Name: JOHN SCHMIDT 1263NE94th St Miami Stores, FL 33138 -2946 Property Address: 1263 NE 94TH ST MIAMI SHORES, FL 33138 Producing Agent: Antonio Martin Arias BROWN & BROWN OF FLORIDA, INC. 8000 Gvnrs Sq Blvd #400 Miami, FL 33016 Ph: (305) 364 -7800 Fax: (305) 822 -5687 Results Estimated Replacement Cost: $234,410.00 Buiidin• D Year Built: 1952 Style: 1 Story Number of Stories: 1.0 Building Description Total Living Area: Site Access: Roofing: Heat & A/C: Meterials Foundation %Slab %Craw Space %Pier Foundation %Basement Total EXTERIOR WALLS %Stucco on Block %Stucco on Frame %Wood Siding %Brick Veneer %Vinyl Siding %Aluminum Siding %Solid Brick %Poured Concrete %Logs %Block (Painted) %EFIS(Dryvit) Total 100 MISCELLANEOUS KITCHEN FULL BATH HALF BATH 3/4 BATH FIREPLACE GARAGE CARPORTS OPEN PORCH SWIMMING POOL POOL ENCLOSURE SCREENED PORCH BALCONY BREEZEWAY PATIO COVER WOOD DECK INTERCOM SYS CENTRAL VAC SOLAR PANELS Burglar Device Fire Device Sprinklers 2197 sq.ft Fiat Area / Easy Access Roads Concrete Tile Heat and Central Air System ID Basic .....___.. Basic None None _.- .._...._.... None Al None N ............... None None None None None None None ........__....... None None None None None _...._.....__ None None :HMIDT, JOHN AND NORMA (63 NE 94TH STREET CAMI SHORES, FL 33138 r TERM 6/26/2008 TO 6/26/2009 AT 12:01 A.M. (EST) CITIZENS POLICY NO. 716471 INCEPTION DATE EXPIRATION DATE This is your Policy Declaration Page - This is not a Bill - DO NOT PAY PAGE 3 AMOUNT OF INSURANCE DEDUCTIBLES Premium Territory Building Contents RT1ERTOAiR /f)thpr Wi nrl 240,000 111,000 $4,800 (2 %) /$500 T -23 2,037 ONE STORY MASONRY 1 UNIT DWELLING LOC: 1263 NE 94TH ST MIAMI SHORES, DADE FL 33138 -2946 One story, Masonry, hip roof, roof covering: Non -FBC Equivalent, Roof Deck Attachment -A, roof wall connection: Toe -Nails and Year Built Verified: No -1951 Homestead Property If the above characteristics do not accurately describe your dwelling, contact your agent. tai Coverage: $351,000 Payment Plan: Semi - Annual Total Premium: $2.505 l rricane Premium $2,006 'Ion- Hurricane Premium $ 31 ('ax Exempt Surcharge $36 t005 Citizens Emergency Assessment $29 l005 Market Equalization Surcharge $ 42 2005 Florida Hurricane Catastrophe Fund Emergency Assessment Catastmophe Reinsurance Surcharge 2007 Florida Insurance Guaranty Association Regular Assessment $20 $306 $35 ject to Form No(s): CIT DW2 07 04 CIT W24 05 05 CIT WO1 94 10 05 tgagee /Loss Payee: CITIBANK FSB ISAOA /ATIMA PO BOX 7807 SPRINGFIELD, OH 45501 t r.a, a1nSn.)')Gn777 !et: BROWN & BROWN INC 1479 8000 GOVERNORS SQUARE BOULEVARD SUITE 400 MIAMI, FL 33016 (305) 364 -7800 _T -W03 09 07 14791 Team 3 Payor: INSURED Date: 6/09/2008 POLICY DECLARATION - INSURED COPY QSY R 40111 2376 PROPOSAL Quality Roofing Contractor, Inc. 13800 N.W. 1 Avenue Miami, FL 33168 Phone: (305) 953 -3333 Fax: (305) 953 -3833 Proposal Submitted To: John D. Schmidt 11 Address: 1263 N.E. 94 Street City: Miami Shores State: FL Zip Code: 33138 Phone: (305) 754 -1355 Date: May 26, 2009 We hereby submit specifications and estimates for: APPLICATION OF A NEW TILE ROOF: Note: Hanson Hacienda (Nutmeg #HA3324HS *Colorthru Tile) We propose to remove the existing roof to roof decking or to smooth workable surface and remove all debris from premises. *Estimates include the removal and replacement of the first 200 linear feet of rotten decking lumber. Any amount over that will be charges at cost. (Time and Materials) (Note: This does not include fascia, soffit or rafters). Apply one (1) layer of 30 lb. ASTM felt tin capped as per building code. Mop on with hot asphalt a 90Ib. ASTM felt paper. Install galvanized metal stop to all open eaves nailing and stripping with fiberglass stripping and roofing cement. Install galvanized pitch pans or lead stack flashing to all plumbing stacks. Install L metal flashing on walls where required as per building code. Install valley metal as per code where required. Tiles are to be installed with polyfoam adhesive setting. Note: Any code changes or Inspector requirements are at Homeowners expense. NOTICE TO OWNER, GENERAL. CONTRACTOR OR BUYER WARRANTIES TO ORIGINAL OWNER Quality Roofing Contractors, Inc. warrants workmanship on prorated basis for a period of twelve (12) years, but reserves the right to supervise or inspect all work subsequently performed by other parties to the roof for a reasonable fee. Should any leak occur within the period of warranty, due to defective materials or workmanship furnished by us, we hereby agree to repair same without charge upon receipt of proper notice in writing, provided that we have been promptly paid -in -full. WE DO NOT warrant against leakage due to footwear, improper building of roof deck construction, fire, hail, or tempest. WE. PROPOSE hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: Total: $19,500.00 1m Draw: $7,000.00 2"a Draw: $10,500.00 Completion of Work: $2,000.00 Service charges of 1 %2 % per month will be added to a bill that becomes past due until account is paid in full. An material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs win be executed only upon written orders, and will become an extra charge over and above the estimate. An agreement's contingent upon strikes, accidents, or delays beyond our control. Owner is to carry fire, tornado, and other necessary insurance_ Our workers are fully covered by Workman's Compensation Insurance. Authorized Signature: t --z —f CC# 17889 Note: This proposal may be withdrawn by us if not ACCEPTANCE OF PROPOSAL — The above price, specifications and conditions are satisfactory and are herby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. accepted by us within 15 days. Date of Acceptance: Signature: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 FECME7M1 !91 JUN o z 200g 1U) BY:.. .. e.me High- Velocity Hurricane Zone Uniform Permit Application Section A (General Inforrnatlon) • Master Permit No. Process No ;F u T 11 Miami Shores Village APPROVED BY Contractor's Name •ualit Roofin• Contractor Job Address 1 • ❑ Low Slope ❑ Asphaltic • Shingles ❑ New Roof u . • ROOF CATEGORY ❑ Mechanically Fastened TIIe ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE g� Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) N/A DATE ZONING DEPT I-- ��11 0497 SUBJECT TO COMPLIANCE WITH ALL FEDERAL Traik0�1NT ljj,�S AND REGULATIONS ❑ Wood Shingles/Shakga• • • • • • •••• • • . •. • •••• • • • ❑ Repair Steep Sloped Roof Area (SF) 3 0 0 0 s g f Section B (Roof Plan) Q.' •• -•- •••• Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 15.22 ■ ■1 ■■■ ■u►I11 ■ ■ ■ ■ ■ ■■ ■■ ■ ■ ■ ■ ■■ ■ ■I ■ \ ■ ■ ■% ■1[ , ■ ■■■ ■ ■ ■ ■ ■■ ■■ ■ ■■ ■ ■1 ■31►\■%■■I ■111111 ■■■ ■ ■ •■ ■ ■1■■ ■ ■I\■ \ii■■ ■■ 11 ■ ■ ■ ■ ■ ■ ■ ■ ■i�a!■ ■ ■I ■3111■■■ ■ ■ ■■ ■1111110 \ ■ ■■■ ■4 II11 ■ ■i ■ ■ \I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ \11 \ ■■ ■111'1 ■ ■1 ■■\K ■■■■■■ ■ ■11■■ ■ ■\NI■111■It1 11111•1111111PArliiiiiimmlummummEMLIERKEIIIIIIITN ■ ■1 ■■■1 ■ ■ ■•■ ■ ■ ■ ■ ■ ■■ ■ ■■\7■ ■1■ ■ ■II ■�'!i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■II■ ■111 ■ ■I ■I ■ ■ \\ ■ ■ ■ ■■ ■■■■ ■ ■I ■11■■ ■II ■ ■1I ■■ ■■ \ \aamo ■■■■(' ■■1 ■11■ 1111111imutuummeilellM1111111111111111111IMIIIMIll ■ ■ ■1111'Ci ■ ■I IIIII ■1111 ■ ■ ■ ■11 ■11■ ■■ • • • • • • • • • • • • • • FLORIDA BUILDING CODE — BUILDING SECTION 4402 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 44 of the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 44, Section 4402 (High Veocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance V d water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be nailed in accordance with the current provisions of Section R4403 (High Velocity Hurricane Zones).00•91e Florida Building Code. (The roof deck is usually concealed prior to removing the existing locif systevrt4 • •• • •••• • 3. Common Roofs: Common roofs are those which have no visible delimetion beMeert • ighboring units (i.e. townhouses, condominiums, etc.) In buildings with common•ronfs, the roofing ontractor and/or owner should notify the occupants of adjacent units of roofing work le t eNerforrged' •. • 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside%t14 roof derdcir3g n be viewed from below. The owner may wish to maintain the architectural appearancV, ttl4refore, toeing nail penetrations of the underside of the decking may not be acceptable. • • • •••• 5. Ponding Water: The current roof system and /or deck of the building may, otdrain wail 'rld y cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indicatim•gf structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. • 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Sections 4402, 4403 and 4413. 104 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the i+ rior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Y , ner's/ A g e 's Si ature 5 la c, l 09 Date Contractor's Signature • • • • • • • iz (03 ar. Property Address Permit Number ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Hanson Roof Tile Notice of Acceptance Number: 07-0914.06 Minimum Design Wind, Pressures, If Applicable (From RAS 127 or Calculations: P1: -45.1 P2: -78.6 P3: -116.2 �� • • ••••• Maximum Design Pressure • ..' (From the Product Approval Specific System): 86.61 • • • • • •' • • • • • • • • • Roof Slope: 3 : 12 Ridge Ventilation? N/A Stee Sloped Roof System Descri ion Deck Type: wood 1 x 6 • •••• •• •• • • • • • • • • • • •• • „Type Underlayment :. (1) 301b. ASTM D -226 Mean Roof Height Insulation :. N/A Fire Barrier: N/A Fastener Type & Spacing: i1 Type Adhesive Type • •••• • • • • •••• • • •••• • •• • • • • • • • • • • 6" o/c 1/4" R/S Nails laps & 12" o/c 111 mopping asphalt Type Cap Sheet: (1) 901b. ASTM felt Roof Covering: Hanson Hacienda Double Type & Size Drip \, Edge: 3 x 3 26ga. galvanized eave dr •••• • • •••• • • • • • grows Roll 15.34 FLORIDA BUILDING CODE — BUILDING HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For moment based tile systems, chose either Method 1 Or 2. Compared the values for M. with the values from M . If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" —45:1 x ,(1.22a_=13 )- 6_fl() •Mr, 671 Product ApprovalMf RA Al (P2: 7R F x 72 71)-M =Mr21c_91 Product Approval Mr 86.61 (P3:_11f 7 x1(1_789 =„335 - -M Mrs26_78 Product Approval Mf 86..61 Method 2 " Simplified Tile Calculation per Table Below° Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr Required Moment of Resistance* • • Mean Root Height -s Roof Slope 1 16 20' 26' 3D• • • MN • 2:12 34.4 36,6 38.2 39.7 • • R2t2• • 3:12 32.2 34.4 36.0 37.4 • • op. 4:12 30.4 32.2 33.8 35.1 3 5:12 28.4 30.1 31.6 32.8 •84e8• 6:12 26.4 28.0 29.4 30.5 • 32.4 • 7:12 24.4 25.8 27.1 28.2 • MS' *Must be used in conjuction with a lift of moment based tile systems endorsed by the Browayil Cpyety Board of Rules and Appeals. ••• • • •••• • • •••• • • • • • •• • • ••• • • • •••• • • • • For Uplift based tile systems use Method 3. Compare the values for P wittt the • • ••• • • values for Fr . If the P values are greater than or equal to the F r values, far coati; area of the roof, then the tile attachment is acceptable. •• • • • • • • • • Method 3 "Uplift Based Tile Calculations Per RAS 127" x 1: = x w:= )- w: x cos B. =Fr,•_•Product Approval F', (P2: x 1: = x w:= )- w: x cos 0: =Fa Product Approval F' (P3: x 1: = x w:= )- w: x cos B: =Fa__ Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier ). Product Approval Restoring Moment due to Gravity M3 Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Mt Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions I=Length Vh-width Product Approval AU Calculations must be submitted to the Building Official' at the time of permit application FLORIDA BUILDING CODE — RESIDENTIAL • • • • • • • •• MIAMI D BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ), •. • • This NOA shall not be valid after the expiration date stated below. The Miami Dade County nod. roduct • Control Division (In Miami Dade County) and/or the AHJ (in areas other than 'Mai DaeII. mty) • • reserve the right to have this product or material tested for quality assurance purigwp, if this product or • material fails to perform in the accepted manner, the manufacturer will incur the e p gse of such testing • and the AHJ may immediately revoke, modify, or suspend . the use of such product. et matirial. within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is detaiminat by hir Pade County Product Control Division that this product or material fails to meet the requirem&nts of the applicable building code. • • • • • ••••• This product is approved as described herein, and has been designed to comply with the Florida•ETlding Code including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • • • • DESCRIPTION: Hanson Hacienda Double Roll Roof The LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Jorge L. Acerb • • • • • NOA No.: 07-0914.06 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page lof7 • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tile Concrete 1. SCOPE This renews a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sounri; Florida and as described in Section 2 of this Notice of Acceptance. For the Locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2.,...PRODPCT DESCRIPTION • .• • •••• • •• lVlaai:factmsed Iry •••• • • gym} "Haci •. • •••• • • • •• •• 'him Pieces •• • • • • i••• • • • • • • • • • • • • •• Dimensions Length: 171.1" Width: 13" W thick Length: varies Width: varies Varying thickness Test Sueciflcations TAS 112 TAS 112 Product Description Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications: Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Wood Battens Tile Nails Dim Vertical Min. 1 "x 4" Horizontal - Institute LP -- 2 Min. 1"x 4" for use with vertical battens or Min. 1"x 2" for use • alone Test Snecitications Wood Preservers Min. lOdx 3" Product Dription Manufacturer Salt pressure treated Generic or decay resistant (With current NOA) lumber battens TAS114 Corrosion resistant Appendix E screw or smo= Generic shank nails (With current NOA) NOA No.: 07- 0914.06 Expiration Date: 12/16/12 Approval Date: 12/06/07 • Page2of7 Product Tile Screws Hurricane Clip & Fasteners nsions #8x21 "long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Min. 1/2" width Min. 0.060" thick Clip Fasteners Min. 8d x 11/4" 2.2 EVIDENCE SUBMITTED Test Agency, Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. IBA Consultants,. Inc. Test Specifications TAS 114 Appendix E TAS 114 Appendix. B Test Identifier 7161-03 7161-03 7161 -03 .P0402 P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 94 -060B 94-084 25- 7094 -1 25- 7094 -7 25-7094-4 Project No. 307025 Test #MDC -76 25-7183-1 25-7183-2 25-7214-2 25-7214-6 528454 -2 -1 520109-2 Calculations 2381 -249 Product Description Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Corrosion resistant clips with corrosion resistant nails. Manufacturer, Generic (With current NOA) Generic (With current NOA) Test Name/Renort• • : • PA 102 PA 102(A) .' • "• PA 108 •••• Withdrawal Resistance Tea itg pf screw vs. smooth shank nails.. PA 108 : • : PA 108 PA 112 PA 101 PA 101 PA 102 PA 102 PA 102 PA 100 PA 102 PA 102 PA 102 PA 102 PA 101 • • • • • •• • Aerodynamic Multiplier TAS112 •••. • • •••• • • • Dec' 1991 • • uec.'1' 91 • pec. 1991 $it i'993 • • • • AMY 4294 t1 1994 • . •. • • age 1994 March, 1994 May 1.994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 09/20/07 NOA No.: 07- 0914.06 Expiration Dates 12/16/12 Approval Dates 12/06/07 Page 3 of 7 • • 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. ... 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in • • compliance with applicable building code. •••• • • .' 4:: "INSTALLATION • • ' • "4.1 MIMI `Hacienda' Roof Tile and its components shall be installed in strict compliance with . • • • • • • t8• o•"g Application Standard RAS 118, 119, & 120. • • •••• • ..2 p . .. ;or Attachment Calculations • • •• • • • •• . • • • • • • • • •• "" ' - Table 1: Aerodynamic Multipliers - X ftt i••• •`. Tile • • • • • • Profile • {its Batten Application �, {ftsj • - Direct Deck Application Hacienda Tile - 0267 0.289 Table 2: Restoring Moments due to Gravity - Mn (ft-Ibf) Tile Profile 3": 12" 4": 12" 5": 12" 6": 12" 7 ": 12" greater Battens or Direct Deck Hanson Hacienda Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.92 6.80 5.82 - 6.69 5.70 6.55 5.56 6.39 . 5.41 6.22 NOA No.: 07-0914.06 Expiration Data 12/16/12 Approval Date: 12/06/07 Page 4 of 7 Table 3: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19132" plywood) Battens Hanson Hacienda Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -1Od Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 • 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nall (Field Clip) 24.3 24.3 . • • . •• • R • • • ?z • ••. 1 -10d Smooth or Screw Shank Nall Maya Clip) 19.0 19.0 * 22.1 •••• . .... • • 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 . a `S4 .8. • • • • • • •. 2 -1 Od Smooth or Screw Shank Nails (Save Clip) 31.9 • 31.9 • , • a2.2.' • • • • • • • 2 -10d Ring Shank Nails' 43.0. 67.5 50.9 1 Installation with a 4• tile headle p and fasteners are gated a min. of 214:a from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance) Hanson Hacienda Tile Adhesive 26.13 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. , Poiyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 07-0914.06 Expiration Date: 12116/12 Approval Date: 12/06/07 Page 5 of 7 Table 4A: Attachment Resistance Expressed as a Moment - M1 (ft- Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Polyfoam PolyProl'm 86.614 Polyfoam PolyPror" 45.5D . 4 large paddy placement of 64grams of PolyProm. 5 Medlum gaddv placement of 24t rams of P0IyPr�TM. Table 4B: Attachment Reslstance,Expressed as a Moment - M,(ft -Ibf) For Mortar Set Systems Tile 0 Profile Tile Application Mortar Set' Attachment Resistance 20.60 Hanson Hacienda Tile •••• - -.. • • • • • • • • •••• • •• • • • . •• • • 5. LA$U TG • • • • All tiles sball•bear the imprint or identifiable marking of the manufacturer's name or logo • • • (See Deter Below), or following statement: " Miami -Dade County Product Control Approved ". • • • • • • • •• •• • • • • • • •••• • • • • •••• • • • • • •• • • ••• •. • • •••• anson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other docmnents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07-0914.06 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 6 of 7 PROFILE DRAWINGS HANSON HACIENDA CONCRETE ROOF TILL FASTENER ROLES OVERLOCK ••.• • • • • • • • • • • • • • • ••• • • • • •• • UPIDERLOt,'K END OF THIS ACCEPTANCE NOA No.: 07- 0914.06 Expiration Date: 12/16/12 Approval Date: 12106/07 Page 7 of 7 6 MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: • This NOA is being issued under the applicable rules and regulations governing the use of vgn tntction 3patsraals. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and 'Pj Jj t Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami. Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 MIAMI -DADE COUNTY, FLORIDA METRO -DADEF LAGLBR BUILDING 140 WEST FLA(?IM STREET, 1,JJIE 1603 MIAMI, FLORIDA 33430 -1563 (305) 375.1102 • °FAX (365) 37g -2908 •••. •••• • • • • • • • • •• •• • • • • • • • • •••• • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 • • • • • • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: • • • • • •• • • •••• • • •s•• •••• • • ••. • •••• • • • •• • • •••• • • •. • • This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as desc6415g4 to Sec OW • of this Notice of Acceptance. For the locations where the design pressure requirements, a determined by applicable building code, does not exceed the design pressure values obtained by calcuationsin •• • • . compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high • • • • • • profile roof tiles system using Polypro® AH 160. Where the attachment calculations aredone as a ; •••• moment based system for single patty placement, and as an uplift based system for double patty systeiAS • PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Test Specifications TAS 101 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property. Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 9637 -92 ASTM E 108 01 -6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 TAS 101 . • • •••• • • . .. .... Date•• • • • Q4/08/94 . ••••12/16/96••• •••••i0 /25/$5•••• • • • • • • • 11/02/95 . =2/12/95 • • (12/01/9•'•• • • .... • • .. • • •• • • • •.•• 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 • 03/02/99 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro f4 AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 2 F'= MS NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOI. hal'lists up1'ft • •. resistance values with the use of Polypro+� AH160. • • • • 2. Polypro® AH160 shall be applied in compliance with the Component Applicatij aP�+ctton and the • • corresponding Placement Details noted herein. The roof tile assembly's adhesiveAtachment with • • • the use of Polypro® AH160 shall provide sufficient attachment resistance, exprehad as an uplift)... based system, to meet or exceed the uplift resistance determined in compliance wi Miami-DOE. • • County Roofing Application Standards RAS 127. The adhesive attachment data'is noted. in the roof tile assembly NOA • • • 3. Polypro® AH160 roof the adhesive and its components shall be installed in accordance with • • • •I'• • Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AHL6A Operafuii: • • Instruction and Maintenance Booklet. • • • 4. Installation must be by a Factory Trained • • • • • Y rY 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and. 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro'1 AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY • • • • • .. • ... • • • ••• • . • • • • • • • • • • • • • • • • • • • • Nail through plastic cement Underlapmerrt 1 Paddy (Beneath Tile) 101n. tin. Erie Cease Eave courseonly: adhesive from weepholess approx. 4 N. up Fascia Eave Closure 1) place enough adhesive to achieve 17 to 23 L 2 s square inches rchiacontactwihthepanthe \ pflchappOcaUons 2)T1 covers G�edvere1121n o ov of cover Then install the tile. Nall through plastic cement top of the eave course cover file Abet to second course of pan toes. Ensure eave end of pan and cover tiles are flush at save One. Eave closure (mortar shown) NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • • •••• • • • • •• • •••• • • • • • •• • • • • • • ••••• • • • •••• • • • • • • • • Paddy Reath Tite) •• • •••• • • •••• • •• • • • •••• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • • • • Nall through plastic cement ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY (between tile) Paddy (under tile) • 3 in x3in. Single paddy on under- layment Single paddy under tile Single paddy on top of the 111‘10: . �! /,Eave course ;I� 2 in. X 7 in. medhon size paddy eave Fascia course only Nail through plastic cement •••• • • • • • •••• • • • • •• • •.•• • • • • •• . • • •••• • • • Nail through plastic cement Sigtapa r under tire. • • • * n Underlayment ;'Stile paddeetwaantite • • • • • • • 2 in x 7 medium • eave size 7,")‘3 in. x 3 in. Single 4 ink' paddyron under - layment on topofoftte Course Single paddy between tile lin. x3In. Single paddy on undedayment Single paddy on top of tile Eave Course Eave Closure 2 M. x 7In. medium Fascia size paddy eave course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 • • • • • • • • • • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT Na TAX FOLIO NO. 11-3205-010-0070 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 111111 11111 11111 11111 11111 1111 11111 1111 1111 CFN 2009R03954-53 OR Bk 26885 Ps 3552i (1ps) RECORDED 06/01:2009 14• : 58 :10 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE CC.OUPIT`r F FLORIDA LAST PAGE 1. Legal description of property and street/address: 1263 N . E . 94 Street Miami Shores, Fl 33138 2. Description of improvement: Reroof to a new Tile Roof. 3. Owner(s) name and address: John D. Schmidt II 1263 N.E. 94 Street Miami Shores, Fl 33138 Interest in property: Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 N.W. 1st Avenue Miami, F1 33168 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: N /A Amount of bond $ 0 0 6. Lender's name and address: N/A 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration different date is specified) ure of Owner P ' Owner's Name Th r1 date is 1 year from the date of recording unless a seilrv-0- Sworn to and subscribed before me thi al, day of Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8102 Prepared byCarlos Arocho STATE OF FLO; :: -: = xs '-',11rf OF D L'E i HEREBY CERTIF.' !%v=,; 4' is Gyp"' of i' „.„11... i , ,,, ITAif 1111